• 한국지진공학회논문집
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• 제21권5호
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• pp.227-236
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• 2017

This study reviews concepts, theories and formulas included in standards on soil-structure interaction and also shows practical example of application for engineers. Real structures are 3 dimensional and multi degree of freedom but they are often idealized to single degree of freedom for convenience. In this study, detailed procedures to calculate soil spring constants and damping coefficients and method to model soil-structure system are explained. Additionally, case studies to judge fixed base condition and evaluation of applicability of simple analysis method based on response spectra are performed.

• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 1993년도 Proceedings of International Conference for Agricultural Machinery and Process Engineering
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• pp.1026-1035
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• 1993

Further evaluation and modification were done on the new concepts plow (frontal plow), a plow which inverts the soil furrow without lateral displacement . First, kinematics of soil cutting section was analyzed and an experiment was conducted to report draft and power requirement. Second, function of main moldboards was examined and modification was made. As a result of the modification , force applied to the moldboard was reduced, but the furrow inversion became less stable.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1994년도 추계학술대회 논문집 학회본부
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• pp.61-63
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• 1994

Accurate estimation of soil resistivity parameters are very important in the design of grounding systems. This paper presents a useful methodology for the optimal estimation of soil parameters based on the weighted least square concepts using a set of earth resistivity measurements by Wenner method. And, this paper developes a computer simulation programming for the estimation of soil parameters. Results are presented and compared with the results of other methods.

• 한국지하수토양환경학회지:지하수토양환경
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• 제12권1호
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• pp.36-43
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• 2007

토양위해성평가를 위한 토양조사방법의 목적은 오염정도와 범위를 파악하여 부지의 대표적인 토양노출농도를 결정해야 하는 것은 물론이고 부지의 물리화학적 특성을 조사하여 노출평가시 사용될 수 있는 주요 정보를 제공하는데 있다. 앞으로 우리나라도 토양위해성평가를 위한 토양조사시 두 가지 점을 고려해야 할 것으로 나타났다. 첫째, 현재 우리나라의 토양조사는 오염정도와 범위 확인을 위한 조사에 국한하고 있으므로 차후 위해성평가를 위해서는 부지의 물리화학적 특성파악을 위한 조사가 추가되어야 한다. 둘째, 국내와 외국의 토양조사방법에 있어 가장 큰 차이는 외국의 현장조사계획에서는 모든 데이터에 대해 통계학적 개념을 반영하여 시료채취 개수 결정 및 오염여부 판단에 신뢰성을 확보하고 있다는 점으로 우리도 이에 대한 보완이 필요할 것으로 판단된다. 본 연구에서는 토양위해성평가를 위한 토양조사방법을 별도로 마련하는 것보다 기존 토양정밀조사지침과 연계하여 토양위해성평가의 목적을 이룰 수 있는 토양조사방안을 제안하였다.

• 대한토목학회논문집
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• 제10권1호
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• pp.163-172
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• 1990

비점성토 지반으로부터 세립토가 과다하게 유실되는 것을 방지하기 위한 geotextile 필터의 유효구멍크기를 평가하는 기준은 흙/geotextile 시스템을 통과하는 물의 흐름형태에 따라 크게 달라진다. 일방향흐름을 받는 흙/geotextile 시스템에서는 장기간 물의 흐름에 의해 geotextile과 인접한 지반흙내에 자체적인 흙필터층(soil filter layer) 이 형성될 수 있으므로 geotetile은 보다 큰 흙입자의 유실을 억제시킴으로써 효율적인 필터기능을 수행할 수 있는 반면, 교번흐름을 받는 흙/geotextile 시스템에서는 완전한 흙필터층의 형성이 곤란하므로 보다 작은 흙입자의 유실까지 억제시켜야 한다. 본 연구에서는 이러한 2가지 개념을 토대로 하여 흐름형태별로 이론적인 geotextile의 필터기준을 제안하였으며, 이 필터기준의 타당성을 평가하기 위해 실내 필터특성실험을 수행하였다. 실험결과, 높은 동수경사와 짧은 주기 및 낮은 수직하중 등에서 세립토의 유실이 크게 발생하였기 때문에, 이러한 설계인자들의 영향을 평가하여 수정된 geotextile의 필터기준을 제시하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1997년도 Lecture Notes by Two Distinguished Scholars
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• pp.1.2-22
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• 1997

Anisotropic behaviour in soils and soft rocks may be either fabric of stress related ultra in practice is invariably a combination of both. Theoretical studies in the paper include tile iMluence oil untrained strength of assuming both the critical state and Mo21r-Coulomb concepts to hold, and the influence of elastic anisotropy oil predicted undrained effective stress paths. The predictions stemming from these theoretical concepts are examined in the light of evidence from triaxial compression and extension tests oil laboratory prepared, compacted and natural clays and from triaxial compression tests on clay shales. The experimental studies also show the Buence of sample orientation on untrained snear strength, as wen as the iIBluence of anisotropy old the effective stress angle cishearing resistance and of stress patn on measured stiffness.

• Structural Engineering and Mechanics
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• 제43권2호
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• pp.239-251
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• 2012

The analysis of laterally loaded piles is generally carried out by idealizing the soil mass as Winkler springs, which is a crude approximation; however this approach gives reasonable results for many practical applications. For more precise analysis, the three- dimensional finite element analysis (FEA) is one of the best alternatives. The FEA uses the modulus of elasticity $E_s$ of soil, which can be determined in the laboratory by conducting suitable laboratory tests on undisturbed soil samples. Because of the different concepts and idealizations in these two approaches, the results are expected to vary significantly. In order to investigate this fact in detail, three-dimensional finite element analyses were carried out using different combinations of soil and pile characteristics. The FE results related to the pile deflections are compared with the closed-form solutions in which the modulus of subgrade reaction $k_s$ is evaluated using the well-known $k_s-E_s$ relationship. In view of the observed discrepancy between the FE results and the closed-form solutions, an improved relationship between the modulus of subgrade reaction and the elastic constants is proposed, so that the solutions from the closed-form equations and the FEA can be closer to each other.

• Geomechanics and Engineering
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• 제2권4호
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• pp.229-252
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• 2010

In this paper, Soil-Structure Interaction (SSI) effect is investigated using a new and integrated approach. Faster solution of time dependant differential equation of motion is achieved using numerical representation of wavelet theory while dynamic Infinite Elements (IFE) concept is utilized to effectively model the unbounded soil domain. Combination of the wavelet theory with IFE concept lead to a robust, efficient and integrated technique for the solution of complex problems. A direct method for soil-structure interaction analysis in a two dimensional medium is also presented in time domain using the frequency dependent transformation matrix. This matrix which represents the far field region is constructed by assembling stiffness matrices of the frequency dependant infinite elements. It maps the problem into the time domain where the equations of motion are to be solved. Accuracy of results obtained in this study is compared to those obtained by other SSI analysis techniques. It is shown that the solution procedure discussed in this paper is reliable, efficient and less time consuming as compared to other existing concepts and procedures.

• Structural Engineering and Mechanics
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• 제42권2호
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• pp.247-267
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• 2012

Calculating the displacements of retaining walls under seismic loads is a crucial part in optimum design of these structures and unfortunately the techniques based on active seismic pressure are not sufficient alone for an appropriate design of the wall. Using limit analysis concepts, the seismic displacements of retaining walls are studied in present research. In this regard, applying limit analysis method and upper bound theorem, a new procedure is proposed for calculating the yield acceleration, critical angle of failure wedge, and permanent displacements of retaining walls in seismic conditions for two failure mechanisms, namely sliding and sliding-rotational modes. Also, the effect of internal friction angle of soil, the friction angle between wall and soil, maximum acceleration of the earthquake and height of the wall all in the magnitude of seismic displacements has been investigated by the suggested method. Two sets of ground acceleration records related to near-field and far-field domains are employed in analyses and eventually the results obtained from the suggested method are compared with those from other techniques.

• Ecology and Resilient Infrastructure
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• 제7권2호
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• pp.97-113
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• 2020

토양은 인간의 삶의 터전이자 식량안보를 책임질 수 있는 근간으로, UN의 지속가능한 개발 목표에서도 중요하게 다루고 있다. 농업환경에서 토양 리질리언스는, 불확실성과 예측불가능성이 높은 시대에 건전하고 지속가능한 토양 관리를 위해 반드시 필요한 연구분야이다. 토양 리질리언스의 정의는 연구자들마다 조금씩 다르나 교란에 대한 회복과 저항 개념을 공통적으로 포함하고 있다. 본 연구에서는 다양한 종류의 교란에 대한 토양 리질리언스의 반응을 평가하기 위하여 사용된 토양의 물리적, 화학적, 생물학적 특성들을 정리하였다. 이어서 토양 리질리언스 연구의 시공간적 범위가 넓은 것에 기인한 다양한 통계 처리 기법들과 리질리언스 정량화 방법들을 정리하였다. 또한 많은 토양 리질리언스 연구들은 공통적으로 (1) 토양 및 부지 선정 (2) 스트레스 및 교란 (독립변수) 설정 (3) 토양 특성 및 지표 (종속변수) 설정 (4) 다양한 시공간적 규모 (scale) 실험 수행 (5) 데이터 통계분석 등 5단계에 걸쳐 수행되어왔음을 확인할 수 있었다. 선행 및 이번 연구를 통해 토양 리질리언스의 일반적 개론을 다루었으며, 이를 바탕으로 국내 농업 환경을 고려한 실질적인 연구가 수행되어야 할 것이다.